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Bridge Statistics for Maple Grove, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Maple Grove, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 64 Total length: 408 meters (1,339ft) Total costs: $1,269,000 Total average daily traffic: 1,604,711 Total average daily truck traffic: 102,479 National Bridge Inventory (NBI) Registered Bridges for Maple Grove
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1887, Location: 3.4 MI S OF JCT CSAH 81 (Lat: 45.120589, Lng: -93.522094), Route carried "on" structure: County highway 101, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,740 (year 2005), Design Load: H 15, Features Intersected: SOUTH FORK RUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1934, Location: 0.2 MI N OF JCT CSAH 81 (Lat: 45.135139, Lng: -93.447294), Route carried "on" structure: City street 135, Year Built: 1915, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 650 (year 2005), Truck Traffic: 5%, Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $5,000, Total Project Cost: $111,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27235, Location: 2.5 MI E OF JCT TH 94&610 (Lat: 45.130775, Lng: -93.443144), Route carried "on" structure: City street 118, Year Built: 2005, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 940 (year 2003), Average Future Daily Traffic: 8,590 (year 2024), Features Intersected: TH 610, Facility Carried by Structure: ELM CRK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.7m (120.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,813,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27238, Location: 2.4 mi w of jct th 94&610 (Lat: 45.130775, Lng: -93.443144), Route carried "on" structure: County highway 81, Year Built: 2005, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 15,400 (year 2005), Average Future Daily Traffic: 15,010 (year 2024), Features Intersected: TH 610 & ON RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.3m (155.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,755,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27534, Location: 0.9 MI S OF JCT TH 94 (Lat: 45.069322, Lng: -93.400914), Route carried "on" structure: City street 103, Year Built: 1968, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 7,400 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: 63rd Ave N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $651,000, Roadway Improvement Cost: $52,000, Total Project Cost: $786,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27553, Location: 0.1 MI E OF JCT CSAH 121 (Lat: 45.123500, Lng: -93.460083), Route carried "on" structure: County highway 30, Year Built: 1969, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 18,800 (year 2005), Design Load: HS 20, Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $50,000, Total Project Cost: $225,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27596, Location: 1.4 MI E OF JCT CSAH 101 (Lat: 45.084308, Lng: -93.492031), Route carried "on" structure: County highway 10, Year Built: 1976, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 9,475 (year 2005), Design Load: HS 20, Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27681, Location: 3.8 MI N OF JCT TH 55 (Lat: 45.067108, Lng: -93.447867), Route carried "on" structure: County highway 10, Year Built: 1992, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 21,100 (year 2005), Design Load: HS 25, Features Intersected: I 494, Facility Carried by Structure: Bass Lake Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.7m (110.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27905, Location: 0.4 MI S OF JCT TH 94 (Lat: 45.080856, Lng: -93.446931), Route carried "on" structure: City street 107, Year Built: 1965, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 4,000 (year 2005), Design Load: H 20, Features Intersected: I 494, Facility Carried by Structure: Fish Lake Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27906, Location: AT JCT TH 94 & 494 (Lat: 45.091539, Lng: -93.446214), Route carried "on" structure: Ramp Interstate 94, Year Built: 1969, Status: Open, Structure Length: 9.18m (30.12ft), Average Daily Traffic: 16,800 (year 1996), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: I 494 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.4m (106.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,466,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27907, Location: AT JCT TH 494 & 94 (Lat: 45.091539, Lng: -93.446214), Route carried "on" structure: Interstate 494, Year Built: 1969, Status: Open, Structure Length: 8.51m (27.92ft), Average Daily Traffic: 38,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: TH94 EB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.2m (125.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.40m (30.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,360,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27908, Location: At Elm Creek Rest Area (Lat: 45.110000, Lng: -93.473333), Route carried "on" structure: Interstate 94, Year Built: 1973, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 1 (year 1994), Design Load: Pedestrian, Features Intersected: ELM CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: State Highway Agency, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Out-to-Out Width: 2.1m (6.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 2795, Location: 0.8 MI NW OF JCT TH 494 (Lat: 45.104567, Lng: -93.459850), Route carried "on" structure: County highway 109, Year Built: 1969, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 38,900 (year 2005), Design Load: HS 20, Features Intersected: I 94, Facility Carried by Structure: Weaver Lake Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27959, Location: 3.7 MI NW OF JCT TH 494 (Lat: 45.138200, Lng: -93.494736), Route carried "on" structure: City street 130, Year Built: 1969, Status: Open, Structure Length: 10.78m (35.37ft), Average Daily Traffic: 310 (year 2005), Design Load: HS 20, Features Intersected: I 94, Facility Carried by Structure: 101st Ave N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.3m (109.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27967, Location: 1.4 MI NW OF JCT TH 494 (Lat: 45.108011, Lng: -93.466036), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 47,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: Rice Lake Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27968, Location: 1.4 MI NW OF JCT TH 494 (Lat: 45.107775, Lng: -93.466083), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 47,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: Rice Lake Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,040,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27969, Location: 1.9 MI NW OF JCT TH 494 (Lat: 45.116136, Lng: -93.477656), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 47,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: Elm Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2797, Location: 1.9 MI NW OF JCT TH 494 (Lat: 45.116050, Lng: -93.477969), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 47,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: Elm Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A4, Location: 0.9 MI N OF JCT CSAH 10 (Lat: 45.096667, Lng: -93.491667), Route carried "on" structure: City street 134, Year Built: 2000, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 3,450 (year 2005), Design Load: HS 25, Features Intersected: ELM CREEK, Facility Carried by Structure: NOTTINGHAM PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A49, Location: 1.2 NW OF JCT CSAH 121 (Lat: 45.151667, Lng: -93.483333), Route carried "on" structure: City street 135, Year Built: 1998, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 500 (year 2005), Design Load: HS 25, Features Intersected: RUSH CREEK, Facility Carried by Structure: TERRITORIAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27A69, Location: 2.75 mi NW of jct TH 94 (Lat: 45.125000, Lng: -93.485000), Route carried "on" structure: County highway 30, Year Built: 2001, Status: Open, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 19,600 (year 2005), Design Load: HS 25, Features Intersected: TH 94 & Ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 46.8m (153.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.50m (60.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $4,622,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A79, Location: 2.5 MI E OF JCT TH 610&94 (Lat: 45.130775, Lng: -93.443144), Route carried "on" structure: City street 118, Year Built: 2005, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 940 (year 2003), Features Intersected: BNSF RR, Facility Carried by Structure: ELM CRK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $651,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A9, Location: 0.8 MI SE OF JCT CSAH 121 (Lat: 45.133511, Lng: -93.447975), Route carried "on" structure: County highway 81, Year Built: 2005, Status: Not yet open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 15,400 (year 2005), Average Future Daily Traffic: 12,135 (year 2024), Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $441,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A96, Location: 0.8 MI SE OF JCT CSAH 121 (Lat: 45.133511, Lng: -93.447975), Route carried "on" structure: County highway 81, Year Built: 2005, Status: Not yet open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 15,400 (year 2005), Average Future Daily Traffic: 12,135 (year 2024), Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $495,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A98, Location: 2.8 MI NW OF JCT TH 494 (Lat: 45.128081, Lng: -93.485958), Route carried "on" structure: City street 106, Year Built: 2006, Status: Not yet open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 18,100 (year 2005), Design Load: HS 25, Features Intersected: I 94, Facility Carried by Structure: DUNKIRK LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.8m (153.5ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 38.5m (126.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 83.3 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27J19, Location: .1 mi S jct TH94 & CSAH30 (Lat: 45.125000, Lng: -93.483333), Route carried "on" structure: County highway 30, Year Built: 2001, Status: Not yet open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 18,850 (year 2005), Design Load: HS 25, Features Intersected: Ped Trail Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 27J29, Location: 1.0 MI NW OF JCT I 494 (Lat: 45.075925, Lng: -93.464997), Route carried "on" structure: County highway 10, Year Built: 2005, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 15,200 (year 2005), Average Future Daily Traffic: 35,900 (year 2025), Design Load: HS 25, Features Intersected: LAKE EDWARD TRAIL, Facility Carried by Structure: BASS LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 4, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Culverts: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $74,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27R17, Location: 2.2 MI E OF JCT TH 94&610 (Lat: 45.135492, Lng: -93.448797), Route carried "on" structure: State highway 610, Year Built: 2005, Status: Open, Structure Length: 8.66m (28.41ft), Design Load: Pedestrian, Features Intersected: WET LANDS Owner: State Highway Agency, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.3m (99.4ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Structural Evaluation: Superior to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $787,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27V41, Location: 0.6 mi E of jct TH 494 (Lat: 45.090000, Lng: -93.431667), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: Hemlock Ln (CSAH 61) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.1m (151.2ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 98.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27V42, Location: 0.6 mi E of jct TH 494 (Lat: 45.090000, Lng: -93.431667), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: Hemlock Ln (CSAH 61) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.1m (151.2ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 90617, Location: 0.7 MI N OF JCT CSAH 81 (Lat: 45.149947, Lng: -93.461900), Route carried "on" structure: County highway 121, Year Built: 1949, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5,850 (year 2005), Features Intersected: RUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $72,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91178, Location: 4.3 MI NW OF JCT TH 494 (Lat: 45.144769, Lng: -93.498564), Route carried "on" structure: Interstate 94, Year Built: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 89,000 (year 2004), Truck Traffic: 9%, Features Intersected: RUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 92308, Location: 0.5 MI E OF JCT CSAH 101 (Lat: 45.131097, Lng: -93.512206), Route carried "on" structure: County highway 30, Year Built: 1931, Status: Open, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 12,000 (year 2005), Features Intersected: SOUTH FORK RUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Inventory Rating: 32.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $20,000, Total Project Cost: $70,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93321, Location: 1.1 MI W OF JCT TH 94 (Lat: 45.106344, Lng: -93.479075), Route carried "on" structure: City street 102, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,600 (year 2005), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97986, Location: 0.6 MI N OF JCT CSAH 10 (Lat: 45.092058, Lng: -93.502147), Route carried "on" structure: City street 127, Year Built: 1994, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 800 (year 2005), Design Load: HS 25, Features Intersected: TRIB CORCORAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L6367, Location: 0.1 MI S OF CSAH 30 (Lat: 45.120000, Lng: -93.458333), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1 (year 1983), Design Load: Pedestrian, Features Intersected: ELM CREEK, Facility Carried by Structure: PED WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Out-to-Out Width: 3.0m (9.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: L8083, Location: 1.3 MI S OF JCT CSAH 81 (Lat: 45.145411, Lng: -93.494308), Route carried "on" structure: City street 160, Year Built: 1930, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1 (year 1989), Features Intersected: RUSH CREEK, Facility Carried by Structure: HOLLY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $3,000, Total Project Cost: $33,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L8084, Location: 0.8 MI E OF JCT CSAH 101 (Lat: 45.138314, Lng: -93.507336), Route carried "on" structure: City street 130, Year Built: 1949, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 485 (year 2005), Features Intersected: RUSH CREEK S FORK, Facility Carried by Structure: 101ST AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007 Find on map >>
Structure Number: L8086, Location: 0.9 MI NW OF JCT CR 47 (Lat: 45.071994, Lng: -93.494872), Route carried "on" structure: City street 131, Year Built: 1942, Status: Open, Structure Length: 0.56m (1.84ft), Average Daily Traffic: 195 (year 2005), Features Intersected: ELM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L886, Location: 0.5 MI N OF JCT MSAS 102 (Lat: 45.110000, Lng: -93.473333), Route carried "on" structure: City street , Year Built: 1909, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1 (year 1989), Features Intersected: ELM CREEK, Facility Carried by Structure: PED/OLD RICE LK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.7m (18.7ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L8864, Location: 0.9 MI W OF JCT CSAH 81 (Lat: 45.145411, Lng: -93.494317), Route carried "on" structure: City street 140, Year Built: 1954, Status: Posted for load-capacity, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 220 (year 2005), Truck Traffic: 8%, Features Intersected: RUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Critical, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $4,000, Total Project Cost: $44,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L9645, Location: 0.5 MI S OF JCT CSAH 81 (Lat: 45.150814, Lng: -93.496117), Route carried "on" structure: City street 220, Year Built: 1973, Status: Open, Structure Length: 0.46m (1.51ft), Average Daily Traffic: 100 (year 1991), Features Intersected: RUSH CREEK, Facility Carried by Structure: DUNKIRK LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $38,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: R0123, Location: S OF CSAH 30 (Lat: 45.123333, Lng: -93.458333), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1 (year 1986), Design Load: Pedestrian, Features Intersected: ELM CREEK, Facility Carried by Structure: PED WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Out-to-Out Width: 2.7m (8.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: R0124, Location: N OF CSAH 30 (Lat: 45.135000, Lng: -93.455000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1 (year 1986), Design Load: Pedestrian, Features Intersected: ELM CREEK, Facility Carried by Structure: PED WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Out-to-Out Width: 2.7m (8.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 27235, Location: 2.5 MI E OF JCT TH 94&610 (Lat: 45.130775, Lng: -93.443144), Route carried "under" structure: State highway 610, Year Built: 2005, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 5%, Features Intersected: TH 610, Facility Carried by Structure: ELM CRK BLVD Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.7m (120.4ft) Find on map >>
Structure Number: 27238, Location: 2.4 mi w of jct th 94&610 (Lat: 45.130775, Lng: -93.443144), Route carried "under" structure: State highway 610, Year Built: 2005, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 5%, Features Intersected: TH 610 & ON RAMP, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.3m (155.2ft) Find on map >>
Structure Number: 27238, Location: 2.4 mi w of jct th 94&610 (Lat: 45.130775, Lng: -93.443144), Route carried "under" structure: Ramp State highway 610, Year Built: 2005, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 500 (year 2005), Features Intersected: TH 610 & ON RAMP, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.3m (155.2ft) Find on map >>
Structure Number: 27534, Location: 0.9 MI S OF JCT TH 94 (Lat: 45.069322, Lng: -93.400914), Route carried "under" structure: US 169, Year Built: 1968, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 82,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: 63rd Ave N Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 27681, Location: 3.8 MI N OF JCT TH 55 (Lat: 45.067108, Lng: -93.447867), Route carried "under" structure: Interstate 494, Year Built: 1992, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 76,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 494, Facility Carried by Structure: Bass Lake Rd Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft) Find on map >>
Structure Number: 27905, Location: 0.4 MI S OF JCT TH 94 (Lat: 45.080856, Lng: -93.446931), Route carried "under" structure: Interstate 494, Year Built: 1965, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 76,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 494, Facility Carried by Structure: Fish Lake Road Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft) Find on map >>
Structure Number: 27906, Location: AT JCT TH 94 & 494 (Lat: 45.091539, Lng: -93.446214), Route carried "under" structure: Interstate 494, Year Built: 1969, Structure Length: 9.18m (30.12ft), Average Daily Traffic: 38,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 494 NB Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.4m (106.3ft) Find on map >>
Structure Number: 27907, Location: AT JCT TH 494 & 94 (Lat: 45.091539, Lng: -93.446214), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 8.51m (27.92ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 8%, Features Intersected: TH94 EB Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft) Find on map >>
Structure Number: 2795, Location: 0.8 MI NW OF JCT TH 494 (Lat: 45.104567, Lng: -93.459850), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 95,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: Weaver Lake Rd Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft) Find on map >>
Structure Number: 27959, Location: 3.7 MI NW OF JCT TH 494 (Lat: 45.138200, Lng: -93.494736), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 10.78m (35.37ft), Average Daily Traffic: 89,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: 101st Ave N Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.3m (109.3ft) Find on map >>
Structure Number: 27A25, Location: 0.4 MI S OF JCT TH 94 (Lat: 45.078889, Lng: -93.446667), Route carried "under" structure: Interstate 494, Year Built: 1994, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 76,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 494, Facility Carried by Structure: FISH LAKE RD PED Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.8m (117.5ft) Find on map >>
Structure Number: 27A69, Location: 2.75 mi NW of jct TH 94 (Lat: 45.125000, Lng: -93.485000), Route carried "under" structure: Interstate 94, Year Built: 2001, Structure Length: 18.53m (60.79ft), Average Daily Traffic: 95,000 (year 2004), Truck Traffic: 8%, Features Intersected: TH 94 & Ramp, Facility Carried by Structure: CSAH 30 Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.8m (153.5ft) Find on map >>
Structure Number: 27A69, Location: 2.75 mi NW of jct TH 94 (Lat: 45.125000, Lng: -93.485000), Route carried "under" structure: Ramp Interstate 94, Year Built: 2001, Structure Length: 18.53m (60.79ft), Features Intersected: TH 94 & Ramp, Facility Carried by Structure: CSAH 30 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.8m (153.5ft) Find on map >>
Structure Number: 27A98, Location: 2.8 MI NW OF JCT TH 494 (Lat: 45.128081, Lng: -93.485958), Route carried "under" structure: Interstate 94, Year Built: 2006, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 89,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: DUNKIRK LANE Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.8m (153.5ft) Find on map >>
Structure Number: 27R15, Location: 2.2 MI E OF JCT TH 94&610 (Lat: 45.134419, Lng: -93.450539), Route carried "under" structure: State highway 610, Year Built: 2005, Structure Length: 22.73m (74.57ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 5%, Features Intersected: TH 610, CSAH 81,RMP,& RR, Facility Carried by Structure: PED Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft) Find on map >>
Structure Number: 27R15, Location: 2.2 MI E OF JCT TH 94&610 (Lat: 45.134419, Lng: -93.450539), Route carried "under" structure: County highway 81, Year Built: 2005, Structure Length: 22.73m (74.57ft), Average Daily Traffic: 15,400 (year 2005), Features Intersected: TH 610, CSAH 81,RMP,& RR, Facility Carried by Structure: PED Minimum Vertical Clearance: 7.07m (23.20ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft) Discuss this city on our hugely popular Minnesota forum Back to: Maple Grove, MN, Minnesota, All US cities.
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